1990
DOI: 10.1299/jsmea1988.33.2_145
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Damping Properties of Three-Layered Shallow Spherical Shells with a Constrained Viscoelastic Layer

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Cited by 6 publications
(4 citation statements)
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“…where (33) are generalised displacements of the finite element and (34) is the vector of the displacement parameters at node i. Here (35) where N i are the shape functions for node i expressed in terms of local triangular coordinate system (L 1 ,L 2 ,L 3 ) of the finite element and I 9 is the unit 9 × 9 matrix.…”
Section: Finite Element Formulationmentioning
confidence: 99%
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“…where (33) are generalised displacements of the finite element and (34) is the vector of the displacement parameters at node i. Here (35) where N i are the shape functions for node i expressed in terms of local triangular coordinate system (L 1 ,L 2 ,L 3 ) of the finite element and I 9 is the unit 9 × 9 matrix.…”
Section: Finite Element Formulationmentioning
confidence: 99%
“…Vibrational damping analysis of laminated composite beam and plates has been investigated by several authors [14,19,25,32,42]. The application to laminated shells is discussed, for example, in References [2,3,8,15,22,23,33,35,43,44,48]. Though the damping characteristics of laminated composite structures have been studied extensively, studies of sandwich composite structures are limited.…”
Section: Introduction Dmentioning
confidence: 99%
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“…Okazaki et al [10] carried out a theoretical analysis of damping of the flexural vibration of a threelayer shallow spherical shell with a constrained viscoelastic layer. The influence of changes in the opening angle, shear parameter, layer thickness, and introduced boundary conditions on shell vibration was studied in terms of Bessel functions.…”
Section: Introductionmentioning
confidence: 99%